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Bonded Warehouse in Uherský Brod
Šotkovský, Jakub ; Hron, Lukáš (referee) ; Pilgr, Milan (advisor)
The subject of my bachelor’s thesis was to design and assess a steel structure warehouse in Uherský Brod. It is a single hall with a gabled roof with a ground plan dimensions of 30 x 42 m and a height of 8 m. The slope of the roof plane is 7.595 °. The main load-bearing structural system consists of eight cross-frame links. The hall is claded by sandwich insulation panels Kingspan. The whole steel structure is made of steel S 235.
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Steel load-carrying structure of production hall with bridge crane
Štulrajterová, Terézia ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
This bachelor thesis deals with the design and assessment of a steel load-bearing structure of a two-aisle production hall. That hall has a rectangular ground plan of a width 32 m (20 + 12 m) and lenght 54,54 m (9 modules distanced 6 m from each other). The main aisle is 10 m high and inside is located a overhead crane with carrying capacity 5 t. The second aisle is used as a storage area for materials that have already been produced. The skeleton of production hall is made of a ten transversal bindings. Lattice trusses are hinged mounted on constraint pillars of solid poles. The hall is situated in the north of the Czech Republic in the city of Děčín.
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Steel industrial hall with crane rail
Holec, Tomáš ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The bachelor thesis contains a design of one-aisle industrial steel hall with span 30 m, length 82 m and height of the holder of a crane track girder 7,5 m. In the hall there is an overhead crane with load capacity of 20 tons. The main structural material is steel S 355. It is processed several versions and one is processed in details. Drawings contain the platform and section of the hall and manufacturing drawings of the truss.
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Load bearing structure of an exhibition pavilion
Janíková, Dita ; Bajer, Miroslav (referee) ; Sýkora, Karel (advisor)
The goal of this bachelor thesis is to design load bearing steel structure of an exhibition pavilion. The grand plan dimensions are 36 to 36 metres and construction height is 9,5 metres. The construction is designed for the district of Brno city. In the structural anlysis there were the following main load bearing structural elements designed and examined: the solid purlin,solid side runner, panel gridertrusses,bracin and solid pillars. The structure was designed to fulfill the particular functionality but also the aesthetic and economic aspects. The thesis includes design documentation composed of layout drawing and drawing of selected details.
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The Roofing of the Sport Hall
Tichák, Tomáš ; Sýkora, Karel (referee) ; Buchta, Stanislav (advisor)
The main purpose of this work is a design of timber frame roofing structure for multi-purpose sports hall. The building has rectangular shape 50 meters long, 35 meters wide and 16 meters high. Main support element is glulam timber two-hinged arch. Structure consists of glued laminated timber elements, as well as solid-sawn timber and steel ones. This document includes design, internal force enumertion ans structural assessment, including joints. Dlubal RFEM 5 structural analysis and design software has been utilized in the process. Drawings of the structure are enclosed.
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Reinforced concrete storage halls
Bezruč, Michal ; Šulák, Pavel (referee) ; Janků, Hynek (advisor)
The Bachler’s thesis is focused on a design of new building of storage hall made of reinforced precast frame. In the thesis is solved middle part, that consist of two fields of two-bay hall. From the static view is qualified purlins, girders, columns and pile foundation including in-situ chalice. In a layout part of the thesis, there are worked up drawings of structure, shape and scheme of reinforcement of every part.
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Steel structure of an industrial building
Blaška, Jan ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
The bachelor thesis is about designing the single-aisle industrial hall bearing structure. The width of the hall is 18 meters, the length is 63 meters and height of the holder of a crane track girder is 12,3 meters. There are two trolley cranes in the building. Their carry capacities are 20/5 t and 32/8 tons. The main bearing components are the transversal restrained columns and strut-frame stringers. The purlins are strut-frame. The structure is designed for the district of Blansko.
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Airport Departure Hall
Čech, Ondřej ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
The bachelor thesis deals with the design and assessment of steel load bearing structure of the departures hall of the airport. It is a purlin system consisting of sloping trusses of curved shape with overhangs that make up the awning above the entrance to the building. Truss to span 18 meters is welded from pipes. The steel used in the project is S355. For the design was used Scia Engineer software, in which was created a spatial model of the structure.
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Exhibition pavilion
Zogata, Pavel ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
The goal of this bachelor thesis is to design load bearing steel structure of an exhibition pavilion. The ground plan dimensions are 30 to 36 metres and construction height is 12 metres. The construction is designed for the district of Brno city. There are the following main load bearing structural elements designed and examined in the structural analysis: the solid purlin, panel grider, sway frame, sway bracing and the cross link created by solid columns along with panel girder and column base. The thesis includes documentation composed of layout drawing, cross section, drawing of production and drawing of selected details.
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